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standard specification for fabrication and erection of piping

standard specification for fabrication and erection of piping

standard specification for fabrication and erection of piping

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Owner is entitled to send his own inspector, to field or shops where pre-<strong>fabrication</strong> <strong>and</strong> <strong>erection</strong> <strong>of</strong><br />

pipe lines are being done, with the following functions but not limited to :<br />

i) To check that the welding per<strong>for</strong>mance <strong>and</strong> welding equipments used on the job are suitable <strong>and</strong><br />

con<strong>for</strong>m to relevant <strong>st<strong>and</strong>ard</strong>s.<br />

ii) To supervise welding procedure qualification.<br />

iii) To supervise welder per<strong>for</strong>mance qualification.<br />

iv) To check whether welding is con<strong>for</strong>ming to relevant <strong>specification</strong> <strong>and</strong> the practice<br />

construction practice.<br />

To check any other per<strong>for</strong>mance to ensure quality <strong>of</strong> work.<br />

Contractor shall notify sufficiently in advance the commencement <strong>of</strong> qualification tests, welding<br />

work <strong>and</strong> acceptance tests, to enable the Owner’s Inspector to supervise the same.<br />

Contractor shall provide the Owner’s Inspector with all facilities necessary <strong>for</strong> carrying out his<br />

work at no extra cot to the owner.<br />

Approval from the Owner’s Inspector shall not relieve the contractor partially or fully <strong>of</strong> his<br />

responsibilities <strong>and</strong> guarantees under this contract.<br />

Visual Inspection<br />

Inspection <strong>of</strong> all welds shall be carried out as per ANSI B 31.3. Finished welds shall be visually<br />

inspected <strong>for</strong> parallel <strong>and</strong> axial misalignment <strong>of</strong> the work, cracks, inadequate penetration, un<br />

repaired burn-through, dimensions, <strong>and</strong> other surface defects, <strong>and</strong> it shall present a neat workman<br />

like appearance. Under cutting adjacent to the final bead on the outside <strong>of</strong> the pipe shall not<br />

exceed 0.8 mm in depth <strong>of</strong> 12 ½% <strong>of</strong> the pipe wall thickness, which ever is smaller <strong>and</strong> the<br />

cumulative length shall not be more than 50 mm in any continuous 300 mm length <strong>of</strong> weld.<br />

Repairs or removal <strong>of</strong> defects<br />

Defects which are not within the acceptable limits shall be removed from the joint completely by<br />

chipping or grinding.<br />

When the whole joint is found unacceptable, the weld <strong>and</strong> the ends <strong>of</strong> the joints shall be restored<br />

according to relevant clauses under <strong>fabrication</strong>.<br />

No repair shall be carried out without prior authorization <strong>of</strong> the Engineer in charge.<br />

9.0 TESTING<br />

General<br />

The field test pressure shall not be less than the greatest <strong>of</strong> the following:<br />

a) 1 ½ times the maximum sustained operating pressure.<br />

b) 1 ½ times the maximum pipeline static pressure <strong>and</strong><br />

Sum <strong>of</strong> the maximum sustained operating pressure or the maximum pipe line static pressure <strong>and</strong><br />

the maximum calculated surge pressure.

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